Please use this identifier to cite or link to this item: https://hdl.handle.net/11681/12435
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dc.contributor.authorCarver, Robert D.-
dc.contributor.authorWright, Brenda J.-
dc.date.accessioned2016-07-06T14:22:29Z-
dc.date.available2016-07-06T14:22:29Z-
dc.date.issued1991-11-
dc.identifier.urihttp://hdl.handle.net/11681/12435-
dc.descriptionTechnical Report-
dc.descriptionAbstract: The purpose of this investigation was to obtain a better understanding of variations in the stability response of stone armor when used on breakwater trunks. More specifically, the goal was to quantify the random variations that may occur from one test to another. Based on results of model tests described herein, it was determined that breakwater stability may be greatly affected by random variations in testing; thus, repeat testing is a must. Also, test results clearly show the influence of wave period with the lower stabilities occurring at the lower values of d/L, i.e., longer wave periods in shallower water.-
dc.publisherCoastal Engineering Research Center (U.S.)-
dc.publisherEngineer Research and Development Center (U.S.)-
dc.relationhttp://acwc.sdp.sirsi.net/client/en_US/search/asset/1032482-
dc.relation.ispartofseriesTechnical report (U.S. Army Engineer Waterways Experiment Station) ; CERC-91-17.-
dc.rightsApproved for public release; distribution is unlimited.-
dc.sourceThis Digital Resource was created from scans of the Print Resource-
dc.subjectArmor stability-
dc.subjectBreakwater-
dc.subjectRubble mound-
dc.subjectStone armor-
dc.subjectRubble mound breakwaters-
dc.subjectBreakwater stability-
dc.subjectDesign-
dc.subjectConstruction-
dc.subjectTesting-
dc.subjectStructural stability-
dc.subjectHydraulic structures-
dc.titleInvestigation of random variations in stability response of stone-armored, rubble-mound breakwaters-
dc.typeReporten_US
Appears in Collections:Technical Report

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